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- W2392151120 abstract "The shaking table tests of a 1∶ 7 scale three-story steel frame base-isolated structure model was completed to study the seismic responses of base-isolated structures under near-fault ground motions. Experimental results indicate that influence of near-fault seismic waves containing velocity pulses on base-isolated structures is more than those containing no velocity pulses when the seismic intensity levels are equal. The seismic responses of base-isolated structures increase as the ratio of velocity pulse period and basic natural vibration period of structure T p/ T1 reduce to 1. In the case of near-fault seismic waves with and without velocity pulses,the seismic responses of baseisolated structures increase with the increase of PGV / PGA. If PGV / PGA 0. 2,the damage potential of near-fault seismic waves containing velocity pulses to base-isolated structure will be more pronounced. Fault distance can be used to characterize the damage potential of near-fault seismic waves for base-isolated structures. The correlation between earthquake duration and seismic responses of base-isolated structure is not obvious. Hanging wall effect will amplify the seismic responses of base-isolated structures." @default.
- W2392151120 created "2016-06-24" @default.
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- W2392151120 date "2013-01-01" @default.
- W2392151120 modified "2023-09-25" @default.
- W2392151120 title "Shaking table test on influence of near-fault ground motions on seismic responses of base-isolated buildings" @default.
- W2392151120 hasPublicationYear "2013" @default.
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